1239 Siping Road
Shanghai, 200092
China
Tongji University
Tunnel face stability, tunnel face seepage, specific discharge, saturated sandy ground, CFD-DEM coupling, analytical model
Self-adaptive gradient, Vertical shaft machine, Physics-informed machine learning, Dynamic prediction, VSM suspension force
Face stability, Soil arching effect, Unsaturated sand, DEM modelling, model test
Shield tunnelling, Soil arching effect, Topographic change, Numerical modelling, Analytical method
Segmental lining structures, Torsional deformation, Soil-tunnel interaction, Longitudinal torsional stiffness, Bending-shearing-torsion mode